Loading...
1024 OCEAN BLVD RES19-0072 SHUTTERS PERM RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0072 800 SEMINOLE ROAD ISSUED: 3/27/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 9/23/2019 MUST CALL INSPECTION • • 914BY 4 PM FOR NEXT DAY INSPECTION. ALL •RK MUST CONFORM TO THE CURRENTi 1 OF • ' + BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1024 OCEAN BLVD RESIDENTIAL ALTERATION 5 BAHAMA SHUTTERS AND $4328.00 RESIDENTIAL ONE COVER TYPE OF • • • ' 170248 0000 ATLANTIC BEACH COMPANY: ADDRESS: CUSTOM STORM 826 HULL RD ORMOND BEACH FL 32174 SHUTTERS DIRECT • ADDRESS: CARR SUSAN JO 1024 OCEAN BLVD ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF • . (Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL:$116.50 Issued Date:3/27/2019 1 of 2 City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) r 800 Seminole Road RES 19 _fy--1 r' Atlantic Beach, Florida 32233-5445 ltiJ G� � r Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4 (, �� -')U_D De ent review required Yes -No � ''' Buildi S✓ Applicant: [] Planning &Zoning Tree Administrator Project: U­c Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. El Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Date: ,/ �1 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES i PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date.- Revised ate:Revised 05/19/2017 wyw - OFFICE COPY cusTom sToRm 826 Hull Road Ormond Beach, FL 32174 877-670-3737 Toll Free February 26, 2019 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 Dear City of Atlantic Beach: Please process the enclosed permit applications for: 1024 Ocean Blvd, Atlantic Beach 32233 2393 Ocean Breeze Ct, Atlantic Beach 32233 I can be reached at the phone number above if any additional information is needed. Once applications are ready to pick up, contact me either by phone or by emailing me at: rose gcssdus.com. Thank You very much! Sincerely, 1! ' J)�U W- Rose Smith Enc. BUILDING PERMIT APPLICATION OFFICE C®PY CI'T'Y OF A'T'LANTIC BEACH 800 Seminole Road.Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904)247-5845 job Address: '_i� � �r � C�,c� Permit Number: R E—S(9 - 007 5 L Lot L BLIL37 Legal Description (e-/ z l &a-k (;01 / Parcel# l'701148-p000 oor Area o Sqr-Ft. '�'t Valuation of Work$ _, 32,8-d> Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair l4iove Demolition pool/spa window-/door Use of existing/pro osed structure(s)(circle one): Commercial eside ' If an existing structure,is a fire sprinkler system installed?(Circle one): es N, N/A Florida Product Approval For multiple products use product approval Form Describe in detail the type of work to be performed: Lr?�7lG1 5� &"a, yul f y I(-AS Ccs✓� 6oPP�Ac, +4i 1h otedc�s Property Owner Info oration: Name: 4Asan -, Ca-rir Address:-1Q_L _(kean 91-id _ City State Zip 32253 Phone404- 5-.-SyLS E-Mail or Fax#("Optional) Contractor Information: Company Name: 56-41-5 &Ctigic_Qualifying Agent: t n I ,G���,�cl/ Address: Office Phone City� �'�" Stas_e_ s- Zip 3 L! — 9o�f"L. L3 Job Site/Contact Number _ Fax# _j �4ZL-3 73ff State CertificatiorvRegistration# C6C 15-142,94 Architect Name&Phone# Engineer's Name& Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address �l hortgage Lender Name and Address Application is Thereby made to obtain a permit to do the work and installations as indicated I certh,that no work a'-installation has cottunenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void tfwork is not commenced within sir(6fmonths, or if construction or work is suspended or abandoned for a period of six 46)months at any time after work is commenced I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, ; Ohs,Pools. P urnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNED.: YOUR FAILURE TO RECORD A NOTICE OF COIWMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTTN YOUR LENDER OR AN n�'OPINT .Y BEa++ORE RECORDING YOUR N ICE OF COMMENCEMENT. I herebv certifi,that I have read and examined this application and'know the sante to be trite and correct. 411 provisio s o •and trances governing this type of ivork'will be complied with whether sp eci ted herein or not. The granting of a permit does not presume o v ho ty t vi a or cel the provisions of any other federal,st te, or local law regtrl ing consmiction a•the petjorntance of constntction. Signature of Owner Signature of Contractor Print Name -wS _Cfi 2/ZPrint Name j t ..... _........ ---- -....- _. ... q.,�/_._......._1 .. . ........................ Sworn to and subscribeg before me Sworn to and subscribed before me Q this JA_Day of 5 2011 ttl his _ �' Day of eh 20 Notary Public No�_ Pu is W.R.F WEBS Z4�PYD PATTI L.O'CONNELLCommis;_ V#44/. O '.. : Commission#FF 984902 'j Ex,Tres July 29,2019 ; z Expires June 8,2020 f rx,„ � B,,NC Thu Troy Fan ftula 6O63L5-7713 Bonded Thru Troy fain Insurance 800.385.1019 Doc # 2019038831, OR BK 18694 Page 917, Number Pages: 1 , Recorded 02/19/2019 11 :55 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 2- OFFICE COPY NO-TICE OF COMMENCEMENT State of - Tax Folio No. _�70 /�- � County.of To Whom Itmw Concein: The undersigned hereby informs you that improvements will be made to certain real property,and in accordancewiiti.Section-713 of the Florida Statutes,.the following laformation is stated in this NOTICE OF COMMENCE HENT. Legal Description of propeaty being improved: L-/ /G-;j,S'-Zg� /K 3 Address of property;being•improved:_[p24 Crean _Morn,-ric,roe -Aer-,A uz_33 General.description of improvements: ,s&fl Audra-c. w:&, 44',ft . Own ea st�e�.�JO 17.tIr 3 rye. �a�p1E!� Address:._�O�U Owner's interest in site of the improvement: /&b.61a.- Fee Simple Titleholder.(if.other than owner): Name: Contractor tS-zivt Address: t��rico�p a<D 3 Ll 7 Telephone.No.: RDS.-R��-8 / Fax No: Sbrety(if any)__-d,Lt. Address. Amount of Bond S Telephone No:.. Fax No: i Name.and.address of any person.uiaWg a ldata.fof the construction of the improvements Name: /1(4 Address: Phone No: FaxNo: Name of person within the:State of Florida,other than himself designated by owner upon whom notices or.other.documents maybe served: Name:, A[Q Address: Telephone No: Fax No: In addition to himself;,owner designates the following person to receive a copy of the Lienor's Notice as provided'in.Section 213.66(2)(b),Florida Statue* (Fill in at Owner's option) Address: Telepiione.No: Fax No: Expiration date of Notice of Commencement(the:expiration date is one(1)year from the-date ofrecording unless a different date is specified): - THS SPACE FOR RECORDER'S USE ONLY OWNER ��- ,,. J Sigaed: (�-"� Date:. Before me'tlus• /:. day of rn, a County o.. uva4 Spore •OfFlorida;has personally appeared SEl s'if\ n-.1 Notary Public at Large,State of.Florida County of D8va1. Q PATTI L O'CONNE11- MY-commission expires: 'S(A n < f-2-6 2 *ComMMM II FF OU902 Personally Known: . iralplron June 8,2020 Produced Identification:_ , MnMdTlwirprRrnla�um1116A9e�7011 OFFICE COPY CUSTOM STORM SHUTTERS D I R E C T Property Information Building Information Owner: Carr Susan Wind Zone: 130 MPH. Address: Exposure Category: B Minimum Building Dimension: 38 ft. Mean Roof Height: 24 ft. Risk Category: II Design Pressure Calculations Opening Max Positive Max Negative IF- Number Pressure(psf) Pressure(psf) 4 22.2 -23.7 - 7 22.5 -24.1 12 23.4 -24.9 13 23.4 -24.9 14 22.6 -24.1 15 23.4 -24.9 19 23.8 -25.4 -- 20 - — 23.8 -25.4 25 23.9 -25.5 26 23.9 -25.5 27 — – 23.9 -25.5 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 01c� Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Opening 1. Armor Screen OFFICE COPY 2. Armor Screen 3. Armor Screen 4. Armor Screen 5. Armor Screen 6. Armor Screen 4 7. Armor Screen u 8. Armor Screen - 9. Armor Screen V 10. Armor Screen 20 O 11, Armor Screen 12. Armor Screen 7 O 13. Armor Screen a- 14. Armor Screen U 15. Armor Screen 16. Articulate Impact Bahama 17. Articulate Impact Bahama 25 26 27 19 18. Articulate Impact Bahama 19. Armor Screen 20. Armor Screen 21. Articulate Impact Bahama 22. Articulate Impact Bahama 23. Articulate Impact Bahama 24. Armor Screen 25. Armor Screen 13 14 15 26. Armor Screen 27. Armor Screen 12 C N N L L U i /+/�( I /r//� �,^/) J/� COWPgNi AL --T MM L f [�/O L j� SCE'. NOT TO SCALE DATE' Sep 03, 2018 PAGE DESCRIPTION ►�/) '`1/ Site Plan PAGE: OF 1 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: CARR/ROMERO Permit # Rg5Z 00-72- Project d72Project Address: 1024 OCEAN BLVD, ATLANTIC BEACH 32233 As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuildin .or . Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4. Roll up 5.Automatic 6. Other B. WINDOWS 1. Single hung 2.Horizontal slider 3. Casement 4. Double hung 5.Fixed 6.Awning 7. Pass-through 8.Projected 9. Mullion 10. Wind breaker 11.Dual action 12.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding 2. Soffits 3.EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7.Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments 3. Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing 8.Roofing tiles 9.Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14. Cement-adhesive coats 15.Roof tile adhesive 16. Spray applied polyurethane roof 17.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # E.SHUTTERS 1.Accordion 2.Bahama n t Ccs f l r;``"' L/3`/ / 3. Storm panels „Mks, Q Akc•� M 4.Colonial 5.Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3.Engineered lumber 4.Railing 5. Coolers-freezers 6. Concrete admixtures 7.Material 8. Insulation forms 9.Plastics 10.Deck-roof 11. Wall 12. Sheds 13.Other G.SKYLIGHTS 1. Skylight OFFICE COPY 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS I. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) MICHAEL E. O'CONNELL (Signature) Company Name: CUSTOM STORM SHUTTERS DIRECT, INC. Mailing Address: 826 HULL ROAD City: ORMOND BEACH State: FL Zip Code: 32174 Telephone Number:( 904) 669-5923 Fax Number:( 386 ) 672-3738 Cell Phone Number:( ) E-mail Address: rose(d)-cssd Us.Com I i I Z/9j19 Florida Building Code Online Business & Professional Regulation rar�a�rcm�iar BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Pubkatiom j Contea Us I SCIS Site Map Links Search _ ubli � ► PApproval Florida USER: OFFICE COPY Product Approval Menu>Product or Appbcation Search>Application List>Application Detail • FL# FL13434-R6 Application Type Revision Code Version 2017 Application Status Approved ( r r i Comments ,I Archived A yL� fit L v Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bernardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L. BLANCO, P.E. ' Validation Checklist-Hardcopy Received Certificate of Independence FL13434 R6 COI Indep p�f Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect http://www.Florid abuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquQVxydMPwXQ4FR4%2fxNsTWw%2fSD1 Mt%2fQDc%2fAYpUgcvcA6w%3d... 1/2 2/9121119 Florida Building Code Online FL13434 R6 Equiv Equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Sunjmary of Products FL# Model,Number or Name Description i 13434.1 Fullview Bahama Shutter Impact Bahama Shutter Approved for Use Within&Outside the HVHZ 1 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13434 R6 II Dwg,pd Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E. 0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +78/-95 Evaluation Reports Other: Refer to product approval drawing for limitations. FL13434 R6 AE Eval.pd Created by Independent Third Patty:Yes O Ncxt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.QQQynoht 2007-2013 state of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: r*7 ® echcl Credit Card Safe http://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquQVxydMPwXQ4FR4%2fxNsTWw%2fSD1 Mt%2fQDc%2fAYpUgcvcA6w%3d.-. 2,2 OFFICE COP" (HVHZ AND NON-HVHZ COMPLIANT)FVLL IEE BAHAMA SHU17ER � ➢ TENT 3 GENERAL NOTES �c r' No _ .,•o T 12' lY \2 3" 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TE57E MAX 3" 3'� rMAX� I ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION(201T), R �• _ USE WITHIN THE HVHZ AND NON-HVHZ,AS WELL AS THE 1 7ERNA71OAV 00 N (r= •--- BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC),5 O PRODUCT EVALUATION REPORT FOR ADDITIONAL INFORMATION. __ __ ______ __—_—_ 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN io W B 1 DESIGN OFTHIS SYSTEM, WIND LOAD DURATION FACTOR Cd-1.6 HAS SEEI•!'i/ S/ _ USED FOR WOOD ANCHOR DESIGN. ,i •_ T 3. POSIT VE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH r LU U„ YE THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN < " ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS L Q DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE N FLORIDA BUILDING CODE SIXTH EDITION(2017)SHALL BE LESS THAN OR EQUAL W w .W s (Tj TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED L ���777fff IUAI HEREIN FOR ANY ASSEMBLY AS SHOWN. y w s _ 4. DESIGN DIVIDED BY NOTED HEREIN ARE BASED ON MAXIMUM TESTED G W W PRESSURES DMDED BY A 1.5 SAFETY FACTOR. ,D REFER TO DESIGN SCHEWLE S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING FOR BEAM REQUIREMENT. REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-D9.IT IS REFER TO BEAM SCHEDULE ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED FOR SIZE AND MAX BEAM SPAN BY THE AUTHORITY HAVING JURISDICTION. 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE ALTERNATE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM Z-BAR/ANGLE THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED m LOCATION,TYP ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN 1 Hri - .1 CONJUNCTION WITH THIS DOCUMENT. d y1 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE To D BUCKS(BY OTHER$) f p 38"MAX 38'MAX '215" UCTURE Y Tp TRANSFER LOADS TO NG o gy 2K' 53)5"MAX SLAT SPAN 235' SLAT SPAN SLAT SPAN _ ddj 5815'MAX OVERALL WIDTH 12215'MAX OVERALL WIDTH WITH BAR 8. SHUTTER MAV BE INSTALLED AS SINGLE PANEL OR AS MULTI-PANEL z UNLIMITED WITHOUT BAR SPANS TO UNLIMITED WIDTH,SEE DETAIL%B 21 FOR MAXIMUM SLAT SPANS. SINGLE PANEL SPAN 2 MULTI PANEL SPAN 9• ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTE OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 4= g n 0. THIS SYSTEM MUST BE CLOSED AND LOCKED FOR MPACT N.T.S. EXTER.ELEVATION U 1 N.T.S. EXTER.ELEVATION PRO SYSTEM H WIND PRESSURE OF 18 O PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE g UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING: o Jf H OHNE PROTECTION SHUTTER AND LOUVERS TO BE CLOSED AND LOCKED U WHEN HURRICANE WARNINGS ARE ISSUED r 11. BAHAMA SHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN tl;l � TABLE 1 _ _- TABLE 2 THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING: HVHZ HVHZ TOWN s COUNTRY INDUSTRIES Y FT.LAUDERDALE,fL __ _ ASTM E330,E1886,8 E1996 MISSILE LEVEL D LE ALLOWABDESIGN PRESSURES _ MINIMUM SEPARATION FROM GLASS TAS 201,202,✓k 203 MAX CONFIGURATION MAX CONFIGURATION FLORIDA PRODUCT APPROVAL NUMBER a DESIGN 12 ALL BOLTS B WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED SHUTTER SINGLE MULTI PANEL SPAN SHUTTER SINGLE MULTI PANEL SPAN PRESSURE STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM e SPAN PANEL SPAN W/O BEAM W/BEAM SPAN ' PANEL SPAN W/O BEAM W/BEAM TENSILE YIELD STRENGTH OF 33 KSL 59" +60/-73 PSF t60/-73 PSF. +6W/-73 PSF- 69" +56/-73 PSF 2 3" 2 13. ALL CONCRETE ANCHORS TO BE INSTALLED TO NON _KED CONCRETE CCC C a �f 815/8, +60/-73 PSF - +60/-73 69" +60J-73 PSF 4 ONLY, { 96 3/4" +60/-73 PIF•j - +60/-73 PSP 81 5/B" +60/-73 PSF 14. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED d 9 *NOTE:LIMITED TO A MAX SLAT SPAN OF 38' 96 314" +6W/-73 PSF AS PRESCRIBED IN THE ABOVE-NOTED BULLRING CODE. *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" HVHZ(TABLE 1 2T NOTES: � 1.NIGH VELOCITY HURRICANE ZONE(HVHZ)IS DEFINED AS MIAMI-RADE TABLE 3 TABLE 4 COUNTY AND BROWARD COUNTY FLORIDA ONLY. NON-HVHZ NON-HVHZ ESSENTIAL FACILITIES 2.TABLE I SHALL BE USED FOR INSTALLATIONS IN THE HIGH VELOCITY NOT REQUIRED FOR WIND ZONES 1.4 HURRICANE ZONE(HVHZ)TO DETERMINE THE MAXIMUM ALLOWABLE ' ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS "- DESIGN PRESSURE FOR EACH SPAN. L 3.FOR SPANS BETWEEN TABULATED VALUES USE NEM mviwon HIGHER SPAN. @L•ym3mG_DyFtm MAX CONFIGURATION 4.TABLE 2 SHALL BE USED TO DETERMINE MINIMUM SEPARATION FROM DESIGN GLASS WITHIN THE HVHZ. 15-2342 SH SINGLE MULTI PANEL SPAN SHUTTER SINGLE MULTI PANEL SPAN PAN PANEL SPAN WJO BEAM W/BEAM PRESSURE NON-HVHZ AND ESSENTIAL FACILITIES (TABLE 3&4)NOTES: SPAN PANEL SPAN W(0 BEAM W/BEAM •�' 69" +78/-95 PSF +78/-95 PSP +78/-95 PSF' 69" +78/-95 PSF 3/(1 2% 1.NON-HVHZ IS DEFINED FALL LOCATIONS OTHER THAN MU1MI-RADE COUNTY PApE DEFONPIIOTI: AND B0.0WARD COUNTY FLORIDA. +78/-95 PSF +50/-50 PSFt�+78/-95 PSF*' 81 5/8' +78/-95 PSF 3�" _ 2,S' 2.TABLE 2 MAY BE USED FOR INSTALLATIONS OUTSIDE THE HIGH VELOCITY 96 _ + - 96 314" +78/-95 PSF 2/{I HURRICANE ZONE(HVHZ). m *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" -NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 3.FOR SPANS BETWEEN TABULATED VALUES,USE NEM HIGHER SPAN. IMM:NOT APPROVED FOR USE IN ESSENTIAL 4.FOR INSTALLATIONS OUTSIDE THE HVHZ IN ASTM WIND ZONES 1 THROUGH 4, JI OPENING IS 4 IS NOT REQUIRED.D AND NO MINIMUM SEPARATION FROM THE FACILITIES. PROTECTED `-iul - ,7 `\ 4,!i EXISTING HOST SEE ANCHOR NOTE 1 ON EXISTING HOST SEE ANCHOR NOTE 1 ON SHEET 5 EXISTING HOST SEE ANCHOR NOTE 1 ONS7RCTURE(TYP MIN SHEET S STRCTURE(TYP MIN STRCTURE(TYP MIN SHEET 5 TOP&BOTTOM) EMBED. �. TOP&BOTTOM) EMBED. .. TOP&BOTTOM) EMBED. NOTE:SHUTTER MUST BE LOWERED DUBI,N�G, N - t FOR INSTALLATION WITH AA HURRICANE WARNING.SHUTTER IS ND7" MIN MIN 'x.• VERTICAL ANGLE(#121 MIN DESIGNED TO REMAIN IN THE OPEN =-O ,a c EDGE- 7 FOR INSTALLATION WITH EDGE 7 INSERT PIN(!18) EDGE POSITION DURING A HURRICANE. :?J 16!DISTVERTICAL ANGLE(!12) DIST. EICTHROUGH DIST. STEINSERT PIN(!38) 6I ANGLE(!12)&THROUGHEXISTTNG 8 VERTICALLY TH OUGH ANGLE DOUBLE SIDE WALL OF SILL GLAZING 4 5 (!12)& DOUBLE 4 5 (!8).PIN(!18)MAY BE y (ARM TO TOMB CONNECTION)SIDE W F SILL(t8).PIN LOCATED ON THE INTERIOR 5• 6 4 sIMIN GLA55 MIN GLASS SEPARATION (!18 AY BE TED ON SEPARATION OR EXTERIOR OF LOUVER n EXISTINGHRRIORBLADES(INTERIOR GLAZINGOF OUVER BLADES LOCATION SHOWN). Q OPTIONAL 2"x2'x0.090' p 8 Z k A« INSTALLATION ( RI'R LOCATION CONT.ALUM _ WITH 3/6'SLIDE OWN' ALLOY BEAM, C w W W ^w TH0.0UGHPIN(SIDE ALTERNATE 4 5 Z"x4'zSS"BEAM, _ 4 5 n O SUPPORTING ARM,FOR JJJ��r N� i JAMB AND SIDE SLIDE PIN E STING OR SOLID BAR LOCATIONS SEE ARM W SNAP THROUGH LOCATION ING 4"x ANY r-la 1 e D ARRANGEMENT TABLE ANGLE. THICKNESS(TYP '-0 I TOP&BOTTOM) I ),-20 x ISS'BOLT (SIDEARM L 8 CCESS B 8 ACtxS1 5 MIN WITH CONNECRON) HOLE y HOLE EMBED. t 14 20 N JTS �T 12 '.U' (INTERIOR ARMMIN w„� EMBED..,�,• EMBED..;;; L 1 -- --\------1-- CONNECTION) ONE PER ONE PER 1 ANGLE t ANGLE SEE ANCHOR §REE ANCHOR NOTE 3 O SEE SEE ANCHOR �y%( SEE ANCHOR NOTE 2 ON ON SHEET 5 z NOTE 2 ON NOTE 2 ON NOTE 2 ON SHEET 5 LOCATE BRACKET AR 8'-0-MAX PROJECTION(P) E SHEET 5 SHEET 5 SHEET 5 MID-SPAN HEIGHT F OPENING m G 3a TYPICAL CLOSED POSITION b BUILD-OUT CLOSED POSITION 3c TYPICAL OPEN POSITION z N.T.S. ERTICAL SECTION 2 N.T.S. VERTICAL SECTION 2 N.T.S. VERTICAL SECTION Z R 1-1/2'MIN.THREAD NO MINIMUM SEPARATION p !14 WOOD SORE PENETRATION SPACED 4'O.0 TH FROM GLASS REQUIRED FOR 7G EXISTING G-0.55 3 2"MI READ \ ARM ARRANGEMENT TABLE USE OUTSIDE THE HVHZ 74 MIN.2X WOOD IN IN. PEN TION AND 3/4" CONFIGURATION SIDE ARMS INTERIORARMS EXCEPT IN ESSENTIAL HOST STRUCTURE, MIN.EDGE DISTANCE TO FACILITIES. ANCHORED TO II G'0.55 MIN.WOOD. BOLT THRU• (1 OR 2 PANELS) (1)EACH SIDE NONE EXISTING RAFTERS 3'-( 1"� BOLT �W/NUT� (7-PANEL)<85' (I)EACH SIDE NONE BY OTHERS — (SIDE ARM (3-PANEL OR (1)FACN SLOE (1)O EAO1 FASTENED WITH 1/4'RIVNUT 1• .' _—. CONNECTION) GREATER)>8S' INTERIOR MULUON JOINT AAND TREAR BOLT.MAY SHOBEWLO)LOCATED a OR 2'x4'x0.125'6063-76 BOTTOM F SHUTTER.WHEN ALUMINUM ANGLE U4"0 7HRU-BOLT W/ (INTERIOR ARM INTERIOR ARM LOCATED AT BOTTOM q y+d q p NUT OR WINGNUT, CONNECTION) ONLY REQUIRED FROM CENTER MAYBE OF RRL t S i14 SS SMS OR SLS OR 1/4-20 THUMB STA x E HWM 410 HT. FOR SHUTTERS VERTICAL MULLION TO FASTENING SHUTTER SCREW INTO STAINLESS 57El3 SCREW "S'WIDE. ALLOW FOR'Z'BAR OR d All � l 7 HINGE 70 ANGLE OR TENSION RING(i21) XYLON COATING OR ANGLE IN CLOSED POSITION. MIN GLASS EQUIV.WITH w NYLON 1/4-20 SS NUT AND BOLB■ ` T, !6 x%*HWM 18-8 MIN. L SEPARATION END CAP&SPACERS 6 SPACED 12"O.C.MAX. 4"MIN O _ 2 -STAINLESS STEEL ` EXISTINGxy OVERLAP GLAZING (7C6 4 S 9 9 9 9 -- E • 1 1 / OPTIONAL ai INSTALLATION MAX DESIGN PRESSURE-t/-SO PSF 07P0uR0BplaiOPRlai - -- - - WITH 3/8"SLIDE B 5 5 15-2342 THROUGH(SIDE 3d ALT. HEADER ATTACHMENTSCA )AMB AND SIDE • SNAP THROUGH 2 N.T.S. VERTICAL SECTION 4 1 3 1 1 4 ��-P1I ANGLE. 0 NYLON 19 WASHER �. Y4'-20 RXV-NUT a TYPICAL PLAN VIEW ALITRIIATE SILL HOST ATTACHMENT AS W/%10 BOLT SLIDE PIN PER DETAILS 3a OR 3b OF 2 N.T.S. HORIZONTAL SECTION LOCATION THIS SHEET ANCHOR NOTE 1:UNLESS NOTED OTHERWISE BELOW,ANCHORS AT 3'FROM ENDS AND 12"O.C.MAX 11j1)1111 FMNKL NAR00 2 P.E (>�665EQNEFlIOM BELOW) \\\\ L, •CONNECTION IN CONCRETE: ``� �.• I -y4•ITW TAPCON WITH 01"MIN EMBED.AND 234'MIN EDGE DIST.(3.19KS1 MIN CONC.) ' .3i•ITW TAPCON SG WITH 1I'MIN EMBED.AMC)214'MIN EDGE DIST.(3.3OKSI MIN CONC.) - -%.ELCO PANELMATES(MALE/FEMALE)WITH 13"MIN EMBED.AND 2ij"MIN EDGE DIST,(3.32KS1 MIN CONC.) NOPE0046349 , -1/4-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 2'MIN EDGE DIST.(3.OKSI MIN CONC.) •3i"MILLENIUM MILLFAST WITH 13'"EMBED AND 2)4'EDGE DIST.(3.27SKS1 MIN) _ ♦12 SMS N/2'EYEWALL ARMOR�YLON INSERT WW/2"EMBED AND 2-EDGE DIST(2 KSI MIN) •CONNECTION IN HOLLOW CONCRETE BLOCK: .ozSATE OF -3:"ITW TAPCON WITH 1Y.MIN EMBED.AND 214"MIN EDGE DIST.,SPACED AT 4'O.C.MAX. '•. it rrr111 - 1/4,ITW TAPCON SG WITH LV4'MIN EMBED.AND 214'MIN EDGE DIST. % s '•............ ' -V4"ELCO PANELMATES(MALE/FEMALE)WITH 11:'MIN EMBED.AND 214'MIN EDGE DIST.,SPACED AT 6%'O.C.MAX. ,/�s10NAL�N -V.-20 ALL POINTS SOLID SET ANCHOR WITH /f MIN EMBED.AND 2'MIN EDGE DIST.,SPACED ATS%"O.C.MAX. //21112111,,,, W -y'MILLENIUM MILLFAST WITH 1Y,'EMBED AND 234'EDGE DIST.,SPACED AT 434"O.0 MAX Z uJ Vi #12 SMS W/2'EYEWALL ARMOR NYLON INSERT W/1 y4"EMBED AND 2"EDGE 01ST.,SPACED AT 7"O.C.MAX — oc 49 O _ •CONNECTION IN WOOD(G=0.42 MIN): Z B W LAG SCREW WITH lye'MIN EMBED.AND%"MIN EDGE DIST. W -i CR 114 SHEET METAL SEW WITH 134'MIN EMBED.AND% MIN EDGE DIST. � 1.MW� G ANCHOR NOTE 2:CH005!ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN 13A w C6NNFCrIU WCONCRETE: o W •-(2)y4•RIY TAPCON WITH lh'MIN EMBED.AND 234"MIN EDGE DIST.(3.19KSI MIN CONC.) O -(2)39"ITW TAPCON SG WITH 11Y4'MIN EMBED.AND 234•MIN EDGE DIST.�3.30KS1 MIN CONC.) •(2)Y4 ELCO PANELMATES(MALEIFEMALE)WITH I Y4 MIN EMBED.AND 2y2 MIN EDGE DIST.(3.32KSI MIN CONC.) (((2)Y4-20 ALL J yi'MILL NICU h11LLFA5T WITHINTS SOUD SET ANCHOR3'♦ _EMBED AND 21N EMBED.AND EDGE DIST.(3.27SKSIMIN DGE M ND)6T.(3.OKSI MIN CONC.) -(Z)+112 SMS W/2•EYEWALL ARMOR NYLON INSERT W/2'EMBED AND 2"EDGE DIST(2 KSI MIN) a NOTE:ALL 69"MAXIMUM SHUTTER SPAN INSTALLATIONS WITH MULTI-PANEL SPANS WITHOUT STORM BARS AT-95PSF REQUIRE A QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE Y •CONNECTION IN WOOD(G-0.42 MIN): 1 d C •(3)yi"ELCO PANELMATE(MALE�FEMALE)WITH IT%'MIN EMBED.AND%"MIN EDGE DIST. Ir(3)y4"ITW TAPCON SG WITH 1/e'MIN EMBED.AND% MIN EDGE DIST.(2)yiTAINLESS STEEL HANGER BOLT WITH 1Y MIN EMBED.AND�"MIN EDGE DIST.ALL 69'MAXIMUM SHUTTER SPAN INSTALLA77ONS WITH MULTI-PANEL SPANS WITHOUT 51DRM&IRS AT-95PSf REQUIRE AQUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVEO J CONNECTION IN HOLLOW CONCRETE BLOCK••:6 SEE ANCHOR SCHEDULE BELOW FOR APPLICABILITY OF ANCHORS TO BE INSTALLED.EACH HOLLOW CONCRETE BLOCK ANCHOR IS CLASSIFIED WITH A LETTER AS SHOWN BELOW ACCOMPANIED BY A NUMBER INDICATING THE QUANTITY OF ANCHORS REQUIRED FOR INSTALLATION.THE DESIGN TABLE ILLUSTRATED BELOW APPLIES TO HOLLOW CONCRETE BLOCK ANCHORS ONLY. TYPE(w):y"ITW TAPCON WITH IY4"MIN EMBED.AND 234'MIN EDGE DIST. 4c 0 TYPE(x) :3i'ITW TAPCON SG WITH 13:"MIN EMBED.AND 234"MIN EDGE DIST.TYPE(y) :y•ELCO PANELMATES(MALE/FEMALE)WITH ly4•MIN EMBED.AND 234'MIN EDGE DIST.,1 •TYPE((r) :V-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 2'MIN EDGE DIST.TYPE(U) :Y."MILLENIUM MILLFAST WITH 1 EMBED AND 234"EDGE DIST. 'b -TYPE(v) *12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/I W EMBED AND 2'EDGE DIST MAXw 4611UTIFABPAM EIi�•ANxIiAA191Al1161f01.1 _ WL4'IMKMMIY�NYRGIM•NI LLL ��� ; r` () $NGLEP � MATEPAMEL SPAN $E1�EPN4 MILT^14EL$PAR 6W6L.[PANS A"IWAI $PN2 $PAN WMR Y$O BN2 WMR IMOMA WMR 1 IP1)(Y21 ) lb) Mlla1 la)lY1)Ia1 M) MJI co IqI PW 1dmo M)(aI IA)W)Wma) •PPP$P fw01n) (a)Mllalfal lux+21 lal Ia1M)(a)(al P2)(Q) (.7)(121 la)lalMl 1.7)1+1) Lpi� (a)(y3 )(a) W)MI( WI(M)la) PSI M)(al M1 MA (w2)(a)1V21�) I+�llal Mth21 MIP01 Mllal a 1 gg ISI (w)MI 4.3)4) (.7)(,S) •"PSP Ia)IY3I124)w (a)PM(.$) od)(w)(yn�' Psllglla)MI wA Ia1 M1(a)FSI NIA 1a1b8 PVlb1 as daa!f� NIT m Al PSI fat(s3)(4) Wl ��(�MI (a)1>ml NM la)b711a1 M1 Iai Mllal(M NM PSI ha0fa1M1 Ee *HOLLOW BLOCK ANCHOR SCHEDULE KEY:w3-ANCHOR TYPE'w'WTTH'3'ANCHORS. 66 Fe ANCHOR Np E3:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN ` ! •� •2C�iNEL1T07lIH CONCRETE: ITW TAPCON WITH 11"MIN EMBED.AND 214'MIN EDGE DIST.(3.19KS1 MIN COME.) (1 34*I1W TAPCON SG WITH 11','MIN EMBED.AND 214'MIN EDGE DIST.(3.30KSI MIN CONC.) e (tf11'4.20 ALL POINTS SOLID SET ANCHOR WITH 1,1'MIN EMBED.AND 3"MIN EDGE DIST.(3.OKSI MIN CONC.) CGP)MORBO®NPE>P" 1))y'MILLENIUM MILLFAST WITH AX'EMBED AND 215"EDGE DIST.(3.275KSI MIN) p 1) 2 SMS W/2'EYEWALL ARMOR NYLON INSERT W/2"EMBED AND 2"EDGE DIST(2 KSI MIN) 15-2342 !1 •CONNECTION 1N HOLLOW CONCRETE BLOCK: othm -(2)V.ELCO ULTRACONS WITH 1�4'MIN EMBED.AND 21}"MIN EDGE DIST. PAQt.4$DCRl llm -(2)Y-20 ALL POINTS SOLID SET ANCHOR WITH I,y'MIN EMBED.AND 3'MIN EDGE DIST. E (2)y"MILLENIUM MILLFAST WITH 1%'EMBED AMC)H]'EDGE DIST.(3.275KS1 MIN) -(21 f12 SMS W/2-EYEWALL ARMOR NYLON INSERT W/2"EMBED AND 2'EDGE DIST(2 KSI MIN) ns •CONNECTIONIN WOOD(G-0.42 MIN): (� -(1)3i"LAG SCREW WITH lye"MIN EMBED.AND y4"MIN EDGE DIST. 1 h -(1)*14 SHEET METAL SCREW WITH IyJ'MIN EMBED.AND.'MIN EDGE DIST. Business & Professional Regulation rAm 21 BCIS Nome Log In User Registration Hot Topics Submit Surcharge Stats 9 Facts publications Contact Us SCIS Site Map Links Search Fbrida pr 4111reUSER: Product Approval public User Product Approval Mem>Product or Application Search>Application list>Application Detail OFFICE COPY FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY 1N DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METALSUPPLY. INCDRAWING 17-08 CERTIFICATE OF INDEPENDEN E PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL At Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number 17- to provide hurricane protection. 097 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METALSUPPLY.INC. DRAWIN Approved for use outside HVHZ:Yes 17-097 0,050 BERTHA ALUMINUM STORM PAN PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METALSUPPLY,INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 H EASTERN METAL SUPPLY INCDRAWING 17- Approved for use outside HVHZ:Yes 089 24 GAGE GALVANIZED BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f.ASO and 2'-8"for+58.0,-58.0 p.s.f.ASO See sheet 2 Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17-089 PRODUCT OF EVALUATION R PORT PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 3 399 Phone:850-487-1824 The State of Florida is an ANEW employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395_"pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The mails provided may be used for official communication with the licensee.However email addresses are pubiw record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® F"-"1 Credit Card Safe OFFICE COPY q GENERAL NOTES I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6tH EDITION) OF THE FLORIDA BUILDING CDDE. THIS STORM PANEL SHALL b=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES (MIAIJI-DADF/ BROWARD COUNTIES). B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-C.8S.USING ASCE 7-1 0 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, AND I'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TOR RUCTURE BEHIND SUCH PANELS. A ALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. INN N .2) ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% (C (STING WOOD FRAME BUILDINGS. SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15, ANCHORAGE S BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LINE BRICK VENEER, STUCCO OR ANY OTHER FINISH. STORMPANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1608.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS a 0321.01-05, / 0812.01-05 AND A MANUFACTURER. 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, OUAUFIED FOR WIND ZONES 1, 2 AND 3 MISSILE TYPE (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTION 6.2.1.1 AND 6..2.1.2 OF ASTM E 1986-02. 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING ULSTALLATION DETAILS SHOWN ON SECTIONS I THRU 13 (SHEET 4 THRU B) EXCEPT THAT HEADERS 2, 3, 3A& 4 SHALL NOT BE USED. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S 3, ALL ALUMINUM EXTRUSIONS1 STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. WOOD FRAME BUALL BE ALUMINUM ASS NATION 6063-TG ALLOY& TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS 4ILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. TH CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CON 5 DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE CONTACT WITH THE 1 RAIN INTRUSION. CAULK AND SEAL SHUTTER 7 OUND FULL SECTION 2411.3,3,4, LENGTH, 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6. ANCHORS 70 WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/SUILDEX, DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"4PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.i) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO TVAS IS 2'. USE OF ]HE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A.2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCOSHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SNUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. -1/4'0 S.G.TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. ) tA9lAiii�ri -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. � �Y rl Q. TI`'�e_I THIS DRAWING SHALL ONLY BE USED TO -1/4'0 X 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. 1+ Lim 3,Q , \rENs T _� OBTAIN PERMITS IN THE STATE OF FLORIDA * No.4Q 67 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) :201x7 nMrcco.Inc. 0.050' BERTHA ALUMINUM STORM PANEL �c. STATE CSF (2.00" DEEP) ORA—Br: iQ , EASTERN METAL SUPPLY INC °''Tf IL ECOEINa. I atrE ��AIMMLLi.. TICCIT TESTING R ENGINEERING COMPANY N'ESi PA( BEACH,R.33407 .... 53" N.w. `,I'.. I� NIGAN C/A 1,6.31 61 PHONE.(361)909-6165!AA'(:61)6.1-19.6' 17-097 Pnav'13911311-1330 (-'N -1lll ORAW;h'C No Ee-0006719 WAITER A.TLLIi Jr..P.E. NSI/3-M3 rV1 FLORIDA Uc..416J SHEET 1 Of I) 7 14.10r'(TOTAL w1OTN) s.151•(TOTAL WIDTN) lz.000'(£FE£CR WIDTH) �.oOD•(£EEECl WTOTH) 1.070• AVP t.070-1 -®ss E�\i 1 170- uexr ru ASD. DESIGN E > URE RA72MG (R.sf.) AND (rrp) + I �s-�-t (7y,,r �Qli0920N M MA LVVM PAM LEWTH 'r"SC nUM l c T �, 0 0.230` ry j-0.250' h °ry h� PANELS RETAINED AT BOTH PANW RETADVED AT LEAST z.02o I- -i a.oZo`=- ° -�2.020.4- ENDS ww TRACER x 0Aw OF mm mw FULLP W G S A W EDGES 000"00® 11= TRA= - OR DDZBCT MOUNTED# 0®® OR ®# IWRRN 14.375" OTAL WIDTH 8.425 DIAL W10tN Asp.pcsAOr M,,./MN[i LENGTH(t I (T )--1 AAPAVAN sa DEW. Mo,.PANEL LENGM 12.000-(£FFECTNE W/DTH� 6.000•(LFFEC71Vf W/OTH) .,.LJ PRLs( lelnnc L(rr.) 1.070• �- 1.070• ,.880• r 1- 170- `~~" 40- r 11 +JaO. -30.0 13'-O' +30.0. -30.0 ('rp1 v R�'1 8 _ +35.0, -35.0 12'-0• +4010.) 40,0, -40.0 12'-4' +4D0, -40.0 IV-J" O p _ ---T +451-45.0 12'-0' +45.0. -45.0 10.'-0" --�2.020"r -�2.020"'- =,2.020•�- OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL W-0 HEMMED EDGES 0.0. -50.0 W-0' +50.0, -50.0 g'-p" © STORM PANEL +5SO, -55.0 10'-0" +55.0, -55.0 8'-2" +6a0, -60.0 9'-4" +60.0, -60.0 7'-6" +70.0, -70.0 8'-0' +70.0, -70.0 6--j- CONCRETE ANCHORS(S££SCHEDULE)--}3'� +80.0, -80.0 7'-0' +80.0, -80.0 Yrr.I I Mo.. I Min J Mn. +90.0, -90.0 6'-J" +90.0. -90.0 5'-0" o e e - +90.0, -100.0 5'-7" +90.0, -100.0 5•_0." I +90.0, -110.0 5'-1• +90.0. -114.0 5'-0• +90.0, -120.0 4'-8- +90.0, -120.0 4'-9• h 4'-0' +90.0, -130.0 4'-4 1/21 MAX.A.S.O. DESIGN PRESSURE RATING&MAXIMUM PANEL LENGTH A A FOR INTERNALLY REMOVABLE PANELS AS PER M0UNr1NG INSTALLATIONS ON SHEET 7 OF 17 IS 2 +50.0, - 50.0 p.f.L W/B8'NAX PANEL R LENGTH. e MAX.A.S.D. DESIGN PRESSURE RATING&M4XIMULI PANEL LENGTH FOR MOUNTING AS PER AL7ERNA77VE J I AND 14 ON SNFrT 14A AND 15 OF 07,RESPECTIVELY,ARE I I I iljllNll P T!''s� ,50.0+300, pAd. OR BOR UP PATO NEL LE PA CONCRETE ANCHORS(SEE SCHEDULE)- -y-J t11 'AFP,„1 jL�j '. AND+ rMir. $jORM PAN EL 1 AA- A&. �.�✓'' NEL �G�NS �9 TYPICAL ELEVATION ��� F FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N. F.s ; ; N0.44167 1. C2017 m7Ec°,OIC 0.050" BERTHA ALUMINUM STORM PANEL L.C. F-1/4"Max, GAP t/4"M°x. GAPS `*' 'k * (2.00" DEEP) aaxs+er. i o �' EASTERN METAL SUPPLY INC 0712517 t• I� ant L[.... '�V1�l ST F L,a"CMOs. r TIWT TESTING k ENGINEERING COMPANY NEST/MLM aEAGM.FL.1N07 OVAL �C 'I .M!Ma rw a.rat.we w cwcraL n nlu MOM(Sallzo9-a7e.T.f"(5a1H41-1770. 17-097 SECTION A-A S/ n..:ao/"Ya11-r»o.r..:UaMn-lul E9-0009719 WALTER A nu-IT Jr„P.E. m r�'4'b SHEET Z OF 17 FLOPoM llc.441e7 San ON nw maw PAHEL,wTE OR 10.TAPCgNS • (cSEE COMK'RETE ANCNGRs ANCHORSE 0' 00 ® w/I/IY-10 3Y INKIK Mr 09 0 __\• S Cant. 1'Min. COVf?tE'Tf ANCHORS c a (SEE SCM'DULE) E a 0 OR®W/(IJ W/1/1'0-20 TRUSSNEAO 41100i f ♦• OR III 7APC AA (SLC SCHEDULE)` I PGIRfED CONCR�E ; 1r (SEE CIKOULf MR SPACM9C) ` 1 ! 3 \` II PGITIIED CaNGR£TE RFX0eC0 I lELGLAIefO W.-,L 1 E0' /•7 it I POlAeFO „dPovao i i �., �� �,1 `. ��.• Ill\ y•� � BETE d I I AVERNArt IC LOCATION BLOOf WALL W I i Cont. I E Cont. �7L15 I I I 000111 10 i2 0.C. QeTION !1 i I 7 y I , cffscHEanei"s SECTION A cent. � 1 I 1 I C �7'LMT. GtASE1110N I m OL.tSS ' t TO(BASS I a �L•Yil.sLFAR1TIOV i TO efAss 1 a NUf a 114'0-20 EKNr 51U0 i Lee ' 9 i 012'01 G W/ee/�• i I J 1 I ; , 1W2/M'ia G C'ONC'RETE ggpp OR 0 9i i 7 I EEOCC✓ w ' W� i Cont REOIIWEo t TS i OPTION POR � I• --!' SECTION 5A CONCRIEW ANCIAGRS E.a CO(ICRfTE AM1CM0R5/ �� S0L/D SL7 OR ELf:O m PANELAMTE OR SG. TAACOYS�• SEE SCNEf) (SEL SCHEOUL!) —E D, 0®aw® w/L/i• 2a slotwLK ear aR o / CON @ Wl@ W11/4 -20 TRUSSWAO BOLT. . CEILING 8r FLOOR MOUNTING (SEE SCHEME MR sP CEILING & FLOOR MOUNTING DIRECT W L MOUNTING INSTALLATION D• M•) �I•Al n.SEPARATION —•Q1 INSTALLATION — SECTION 6 1N$TALLAT/ON — SECTION 7 — SECTION .5. .GLC: 1 2- 1 I owNUI�• ... /:' - SCALE: 1/Y'. 1' • LIERY STW 9 0 12'0.C. Ccnf. I 1 I j1 i11 i711f//II�j�+ POL=CONCRETE I I ,• 1 `�(� Tt�l/J' REGIMRED I / E O. . E00f T I+I L'QYCRLTE AAC/gRS E a a•to a'/1) `,��1Q'•.;•��;,ENSic''••,9 �- (SEE SCNEGULE) ; NO 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) : .Ir 2161]muco.rNc. 0.050" BERTHA ALUMINUM STORM PANEL LQ NOTE FOR COMB NAT ON of SECTIONS �k' : (2.00" DEEP) aMWN BY. BUILD—our & FLOOR MOUNTING WALVn00P/CELLRNC MOUNTING SECTIONS CAN BE_ 07/20/. 17 MAL EASTERN METAL SUPPLY, INC DATEINSAATION SECTION 5 COM&8D/N ANWAY ro SUT ANWSfAL1AILECO 42M WEST ROA05 M rr__t •'••'•• �'V TI LIT TESTING h ENGINEERING COMPANY BEST PAW WACN,(L J1a0T SCALE PMOAC(580209-8291 17_097 (>DaW11-IUI DR1WlNC A'a •..i E A-TILLITUIT 119 WALTER A 41 P.E. m II-Ola �I �l� SHEET 5 OF 1] rLOR10A li<.6116] 7 iz - l� � J MAMMUM A.S.D. DESIGN PRESSURE RATING (r2.s.1,) AND CORRESPOND NG dX7ARIM ANC-HOR SPACING SKIM= FOR INSW"TIONS INTO WOOD FRAME BVZQM cc ALG L05'N Pow rAsrEMRS APPIbWL to As0.OEICII 01100"A?V RS Aft-LAO"FO MYWyY As=FASTINM A•AA4W 10 RAR 1) R[WAA'T SC MPLTIN Aa+�l6 ,r/rK G01i11 k 9LAVM t lnlj R1��1) AEI:lAA6 S.c.pgpv A�"'n' (pWMl�vt Jnr t IR.Ij AA*MWSG a[SCN rt l.awccw AA'n�m rlpcs eHlnwk IL—MY—i t�(rinj rA2CGK 2 rR a INIM MACAWS A`WL"AR ny LY Rmv mnw(A+l.) rwTp6 -2 n•1 rK F r. 12' NIA WA I(w) 12' WA N/A I(rOP) 12' WA WA I(w) 12 WA WA 1(wm7m) 12' WA N/A I(eomw) I7' WA WA I(sor10N) 12' WA NIA 2(TW) 12' WA NIA 2(IOP) 12' WA WA 2(70P) 9' WA WA 2(Borw 9' WA NIA 2(Bor1Lw) !' WA WA 2(BORON) 9' NIA WA .EA(RW) 9' WA WA .IA(TO') !• WA WA .0(TOP) 6• WA NIA 5(eORQV) 9' WA WA 5(BORON) Is. NIA NIA J(BOTTOM) IZ' WA WA 1(Top) 12' WA WA 1(TOP) IY WA NIA 1(Top) 12' NIA WA 1(BOTTOM) 12' NIA NIA I(BORON) 12' WA NIA 1(80ROM) 9• NIA NIA SA(roP) 9' WA WA 54(IOP) 9' WA NIA 54(TOP) 9' WA NIA 5(80701) 5 112' WA NIA 5(BOTTOM) Is. WA NIA 5(BOrrGW) 9' WA WA 6(aDrAw) 5 112' NIA WA 6(B0r70M) 6' NIA NIA 6(aoRON) .1G0, -10.0 a i/2' WA N A 7(BORON e'-O" .1o.1A -10o 5' NIA WA 7(BORON) A8'-0' {10.0{ -100 5 1I2' NAA OR OR 0R up To cry To / WA 7(aOROM) eoa. LESS NIA 12' 12' a(70P) LESS LESS WA 12' 12' 8(TOW)• 15'-o'• .60.0, -60o WA 12' 12' a(TOP) LESS WA 11' 2' a(BOTTOM) NIA 12'• 12'• a(Bo7m)' NIA 12, 12' a(00ROA0 NIA 12' NIA 12'• 12'• 9(IOP) WA 12' 12 9(10P) 12' NIA NIA 9(BOTTOM) 12' NIA NIA 9(90RO14) 12' WA NIA 9(Sorrou) 6' NIA WA IO(BWTON) 5 W. NIA NIA 70(BORON) 6' NIA NIA 10(BORON) 9' NIA 9' I IA(Top) 9' NIA 9' r1A(roP) Is. WA R. IIA(TOP) 1' NIA I' 11(BOr1OM) 1'•• WA i'" 11(80=40•• 1'• NIA 1'• II monOw) 6' NIA WA /5(rap) 6' WA NIA 15(TOP) 6' NIA NIA 15(TOP) 6' WA N1A 15(80RGW) 5 112' N/A NIA 15(Bor1ON) 6' NIA NIA I5(BOnw 1' 1' 1' 71(Borrow) 1'^ 1'•• 1'• H(BOTTOM)•• 1'• 1'• 1'• N(BOTW • USE 6'CC SPACING FOR PANEL LENGTHS LARGER THAN 10'-O'AND USE)2'OC • VALID ONLY FOR LP TO.50.0, -60.0 As.2.NAA.ASO.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SNORTER IN" 10'-0' RAW WIN 78'916x. PANEL LENGTHS OR FOR UP 10+50.0, -50.0 P.s.I VALID ONLY FOR LAP t0 roe"PANELS LENGTHS. NAA'ASO.OESCN PRESSURE RATING 0701 96'Max.PANEL LENGTHS. •• l/j111J/I/JIQtJA TQL y�4; J�lEt+sF •9 S FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 30.a �87 e207 NJECG.n;c. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) ANMN er * t EASTERN METAL SUPPLY INC o7nu' �[7� . syr`�y IL ECOINC. 1 LN1` .266 PALM AGN!.3J4 O :_CUrt tiV 11 TIWT TESTWO k[NOINEERINo COMPANY REST 209E d1 A R.JJ/07 �L" f? �. .ul A.•.1M.t m.s►m.1n"cN,mA n I1:n 2HIONE:(eer)29!-axL FAM l5e1MIr-r7r6 17-097 "WING N, SS/ONAL" •ra:w$n�WOe'�,g(xN ETl_,?l, meu WALTER A TUrr Jr.,P.E. SHEET 16 OF 17 m IJ-aJ RO.W 1.11187